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It is still not working.
Maybe it is longer than 1 months.
could anyone check with that ?

thank you.
btw, good luck for L. Tesser.

I cannot check/find out the code of this material, vesna, why? Could you please check that?
I just found it is decleared in the classtag.h file.

Thank you, frank.
Can you please share the amd lib file for windows developer, btw?

I found that the AMD number algorithm is not constructed, yet.
When it is loaded, the ops returns

AMD::AMD()

THank you for your time.

Sincerely,

N. Li

Best wishes for you all!

Yours sincerely,

Ning.

Users can install tcl8.5 for their own environment on ranger.
You can try it.

best regards,

Ning.

sorry , i have made some mistake. Could you please check this script, which i just want to display the periods of structures before and after the gravity load analysis. It gave the warning. [quote] wipe; file mkdir Data; model BasicBuilder -ndm 3 -ndf 6; set LCol 3; # column length set Weight 2.e8; ...

Could you kindly please tell me, where can i download the latest OpenSees Days' lecture materials?

Thanks very much!

ps: my laptop screen is too small, and the buildingTcl is not show itself very well. I just wonder that what is the screen size did silvia used??

Best regards

Sorry，i have made some mistak here. The previous scripts works well. now i past the warning scripts [code] wipe; file mkdir Data; model BasicBuilder -ndm 3 -ndf 6; set LCol 3; # column length set Weight 2.e8; # superstructure weight set PCol $Weight; # nodal dead-load weight per column set g 9.81; #...

something different of the eigen command compared with the previous version. when i sourced some old but worked well tcl script, the eigen command gives warning like this: WARNING StaticAnalysis::eigen() - no EigenSOE has been set this warning promoted after the gravity load analysis procedure. when...

Thank you very much!

Could anybody told me that which part of the source code in the ndMaterial packages have the function of condensation the 3D constitutive relationship into 2D constitutive model??

Thanks very much!

Ning

thankyou! i have search the forum. min/max command ? Isn't it the tcl inherent command in tcl mathematic lib, or the additional command implemeneted by Opensees? Otherwise, are you meaning the max/min material? i dont think it is a solution for the issue of cut off the strain larger than 1%. By the ...

How can i make the steel fiber to be fail when its strain is larger then 1%?
Steel01 and steel02 both illustrated as there is no material failure .
Since that, the behavior of some steel structure model are not like a real one in the failure nonlinear region.

try
mpiexec -np ....

It should be some configuration problems about the enviromental variables.

check your command console with the command
path

make sure the path includes the mpi bin folder